Experimental and numerical investigation on failure mechanism of expansive soil subgrade slope.

Sci Rep · 2023 · PMC10643661 · PMID 37957240

Europe PMC DOI

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an obvious trendno p-value reported

13 e and f, it can be seen that the fissures in the slope were obviously connected with each other, showing an obvious trend of penetration.

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showed a trendno p-value reported

With the increase of the number of wet and dry cycles, the slope safety coefficient showed a trend of rapid decrease and then a slow decrease, which was consistent with the trend of soil shear strength with the number of wet and dry cycles.

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